ENG2022-0301 ROW PERMITRIGHT OF WAY EUC PERMIT
o
PERMIT NU
City of Edmonds
"��Q
• •:� 1 IC 1
. -. •. i6— �
Description: COMCAST-MAINTENANCE SPLICE FOR 10 LOCATIONS 88TH & 188TH
ISSUED: 08/01/2022
Address: 18726 92ND AVE W EDMONDS WA 98020-2315
EXPIRES: 02/01/2023
Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00434600004402
CONTACTS
NAME TYPE NAME ADDRESS PHONE
APPLICANT OWEN SHACKEET 410 VALLEY AVE NW, PUYALLUP WA 98371 (253)341-9318
CONTACT CABLECOM LLC 19910 NORTHCREEK PARKWAY N„ BOTHELL WA 98011 (360)454-3163
CONTRACTOR CABLECOM LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)863-2628
OWNER JOYCE MARIE HUDEMANN 18726 92ND AVE W, EDMONDS WA 98020-2315
FEE INFORMATION
DESCRIPTION AMOUNT PAID
CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00
ENGINEERING INSPECTION FEE $110.00 $110.00
RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $110.00
REQUIREMENTS
REQUIREMENT TYPE
NOTES
TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City
Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification
verifying completion of the required training in their posession.
RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with
asphalt or City approved material prior to the end of the workday - No Exceptions
WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final
inspection and acceptance of the work.
INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM
24 HR NOTICE REQUIRED
The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of
any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments
or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of
granting this permit.
THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW
08/01 /2022
RELEASED BY
DATE
Printed: Monday, August 01, 2022 2:25:06 PM 1 of 2
oe e n,y
RIGHT OF WAY EUC PERMIT
PERMIT NU�M
City of Edmonds
EdmondsAd
98020 1 1 1
www.cityofedmonds.gov / i
CONDITIONS
CONDITION TYPE
NOTES
ALERT RESIDENTS
ALERT AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO WORK START.
It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in
DAMAGE TO FRONTAGE
City right of Ways or Easements to City Standards caused by or occurring during the permitted
IMPROVEMENTS
project.
MAINTAIN EROSION AND SEDIMENTATION CONTROL PER CITY AND SWMMW STANDARD
ESC REQUIREMENTS
REQUIREMENTS.
Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to
indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and
agents from any and all claims for damages of whatever nature, arising directly or indirectly from the
HOLD HARMLESS
issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any
requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
SCHEDULE REQUIRED INSPECTIONS AS NOTED THROUGH MY BUILDING PERMIT.
INSPECTIONS
www.mybuildingpermit.com
POTHOLING
VERIFY CLEAR BORE CROSSINGS.
RESTORE LANDSCAPE
Restore landscape to like or better conditions
Sound or noise originating from temporary construction sites as a result of construction activity are
exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on
SOUND AND NOISE
weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all
other times the noise originating from construction sites and activities must comply with the noise
limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
All utilities shall be located prior to any excavation. New locates shall be called for if at time of
UTILITY LOCATES
excavation, original locates are no longer identifiable.
INSPECTIONS
INSPECTION TYPE
DATE RESULT
NOTES
COMPLETE
A-1 JOB START
X-2 ENGINEERING FINAL"
E-7 TRAFFIC CTRL
Printed: Monday, August 01, 2022 2:25:06 PM 2 of 2
RECEIVED
Lti�y of EDdf04O�
ANC. 1 g90
SECTION A
RIGHT OF WAY CONSTRUCTION
PERMIT APPLICATION
Complete and submit this Application in accordance with the Submittal
Requirements outlined in Right -of -Way permit Handout E63.
J U N 14 2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
If any field is not applicable to your project, write "N/A" instead of leaving blank.
All fields required. Incomplete Applications will be denied.
General•
Project Name COMCAST - JB0000994688 EDMONDS 1
Site Address or if no site address use Property Address at NW corner of project area: 18726 92ND AVE W, EDMONDS WA 98020
Associated Permits: BLD PLN ENG
Owner and Entity Holding Franchise (if applicable)
Name ofCompanyCOMCAST CABLE HOLDING Franc hiseOrdinanceNo:
Point of Contact OWEN SHACKETT
Title PERMIT COORDINATOR
Address 410 VALLEY AVE NW
City PUYALLUP
State WA
Zip 98371
Phone253-341-9318
EmailOWEN SHACKETT@CABLE.COMCAST.COM
Contractor and Authorized Agent of • • - •• •w)
Name of CompanyCABLECOM LLC
Contractor ContactsDuring Construction
Primary Name CABLECOM LLC - MICHAEL FINCH
Agent Name SUNSHINE CRABBS
Title CONSTRUCTION SUPERVISOR
Title PERMIT COORDINATOR
Mobile 360-965-5085
Address 19910 NORTHCREEK PARKWAY NORTH, SUITE 100
Email MICHAEL.FINCH@CABLECOMLLC. NET
City BOTHELL
State WA
Zip 98011
Secondary Name
Phone 360-454-3163
Title
Email SUNSHINE.CRABBS@CABLECOMLLC. NET
Mobile
City of Edmonds Business License No: N R - 021818
Email
State License No: CABLEL*971 DP
56 Contractor verifies it is currently bonded
Contractor verifies it currently has general liability insurance
NOTE: ECDC 18.6o.02o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city
engineer.
❑ Multifamily residential ❑ Commercial ❑ City project
❑ Single family residential subdivision ❑ Single family -other ❑ Industrial
❑ Demo and rebuild or from vacant land?
❑ Other, please specify:
❑ Utility Franchise Work associated with development (check one of the above boxes as well)
❑ Traffic Control Only (no associated development)
City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021
vttility Franchise Work (no associated development)
Project Description
Include an overall narrative description of the proposed work. Be specific and detailed:
Describe infrastructure to be impacted, such as, poles, wires, conduit, utility mains, etc.
Include whether this is construction, maintenance, or repair.
Include description of proposed construction methods, (e.g., bores, trenches, overhead wires proposed, depth for
underground utilities, etc.)
8957 188TH18710 ::
7
NO NEW EQUIPMENT ALL EXISTING.
RIGHT-OF-WAY
CLOSURE
AREA
TOTAL
DURATION
(Number of Months)
Sidewalk 72 hours +
LF
JxJ
LF
SF
Alley 72 hours +
LF
JxJ
F
SF
Parking 72 hours +
LF
JxJ
LF
SF
SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C.
1. The work in the right of way is on or for the following type of facilities:
❑ telecommunications d cable ❑ power ❑ gas
❑ water ❑ sewer ❑ storm
1.
CompletedDetails of Work to be
Does the utility owner have existin overhead infrastructure in the area of work?
•
2.
Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)?
If yes, describe:
3.
Does the proposed work connect a lot or commercial development with utilities that serve more
than one lot or commercial development?
X
4.
Does the work involve rebuilding or relocating an existing aboveground utility system which
connects a lot or commercial development to an existing underground common utility system?
5.
Does the work involve proposed additions to an aboveground utility system? If es:
Are the additions for the purpose of serving new commercial development?
Are the additions for the purpose of serving a single-family residential subdivision?
Details of • to be Completed
®i
6. Does your project involve rebuilding or replacing utility equipment which currently serves more
v
[-x
than one lot or commercial development?
City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021
If yes, answer the following questions related to project area, i.e. the actual area in which the
project is proposed:
6a.
Does your project involve wires/cables/lines? If yes:
How many are existing? 17 1 How many are to be added?
6b.
Does your project involve poles? If yes:
How many poles are existing in the project area?
What is the height of the existing poles?
How many poles are to be removed?
Are additional poles to be laced?
How many? I I What is the height of the additionalpoles?
6c.
Are any poles to be modified/rebuilt/replaced? If yes:
How many? What is the height of the poles after?
Describe the modification rebuild:
SECTION C
Traffic Control and Public Safety. Traffic control and public safety shall be in accordance with City regulations as
required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have
certification verifying completion of the required training in their possession.
Restoration. Restoration shall be in accordance with City codes and Standards. All street cut trench work shall be
patched with asphalt or City approved material prior to the end of the workday -NO EXCEPTIONS.
Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior to
any permit approval.
Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials,
officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever,
foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or
omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose
acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and
specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any
respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the
expiration, revocation, or termination of any resulting permit approval.
Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and
requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to
the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal
Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable
requirements of state and federal law.
Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a
licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by
owner to act on its behalf and have authority to bind the owner to this application.
Fees. The Applicant is responsible for all permit fees.
APPLICANT SIGNATURE: , 6"d,4a C24A6� DATE: 06/13/2022
APPLICANT PRINTED NAME: Sunshine Crabbs
APPLICANT TITLE: PERMIT COORDINATOR
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
ENGINEERING DIVISION
...,7TED
p� I6-�ty 17/27/2022
FOR ANY WORK ON 88TH, CONTACT GREG MALOWICKI TO
COORDINATE WITH ONGOING CAPITAL PROJECT. CALL AT
425-697-0475 OR EMAIL GREG.MALOWICKI@EDMONDSWA.GOV.
AS B U I LT COVER
Completed By:
LENAIZA ENRIQUEZ
N
,,
`lam __ - E
+
S
Completion Date:
6/3/2022
Address:
18726 92ND AVE W, EDMONDS WA 98020
I
COMCAST
Job Type:
Select
Job Subtype:
Select
Footages Entered On Right of Way, Private Exterior, and Private Interior tabs. Footages
are summarized on Survey Rollup tab.
Survey Scope:
Select
Project Manager:
-
Are Additional Pages Needed: No
Select Source System:
JB0000994688
Legend
New Ped ❑
Pole
New Vault FV�
Lock Box
Existing U/G
Footage
150'
Existing Aerial
Text Box
Text
New U/G
Callout Arrow
New Aerial
0
New Tap
Interior Path
❑1
Footage Break
Phase Identifier
Fiber Splice Point
Power Supply
Ps
O
Storage Loop W
Hard Surface Cut
n
Riser
Abandoned Cable
Provide Clear Construction Details
MAINTENANCE ON EXISTING CASES BOTH AERIAL AND
GROUND AT THE FOLLOWING LOCATIONS:
10 LOCATIONS
18726 92ND AVE W (NODE),18804 92ND AVE W
8957 188TH ST SW, 18710 88TH AVE W
8617 188TH ST SW, 18805 86TH PL W
18829 88TH AVE W, 8721 191 ST PL SW
8720 191 ST PL SW, 8714 191 ST PL SW
NO NEW EQUIPMENT ALL EXISTING. RECEIVED
JUN
14 2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
st
FOR ANY WORK ON 88TH, CONTACT GREG MALOWICKI TO
COORDINATE WITH ONGOING CAPITAL PROJECT. CALL AT
425-697-0475 OR EMAIL GREG.MALOWICKI@EDMONDSWA.GOV.
ROUTE OVERVIEW
Completed By:
LENAIZA ENRIQUEZ
Address:
18726 92ND AVE W, EDMONDS WA98020
Completion Date:
6/3/2022
Right of Way Footages:
COMICAST
Job Type:
Select
New Aerial Coax: Overlash Coax: New UG Fiber:
New Aerial Fiber: Overlash Fiber: Existing UG Fiber:
Empty Conduit Only: New UG Coax: Existing UG Coax:
Are Additional Pages Needed: No
Job Subtype:
Select
Survey Scope:
Select
Project Manager:
Select Source System:
JB0000994688
Legend ,.'C .a ��` �� t�--�,:.,
New Ped Pole
�..
New Vaults _ _ .� Q.- a r ►--s:
a.
w Lock Box � F. � ! � �' I�� °���� � :�-
Existin U/G ,,,� y �. - b Wit. c"�-
g Footage
150'
Existing Aerial a 1,
�,, := ate' !►�� .r�z_r -
» Y f
Text Box Text r � 01, ..�. ht ��, Y - I� �.' r-
New U/G r 3 .I 5 _ lr.
Callout Arrow �`'- j
New Aerial Aft �
MIR
New Tap �. ,�; , F; J _ - - - :...;
0r —� I = V �4
Interior Path , 2 ? �--�
Phase Identifier - - . _f J • ..-r, ' x (� �- _ � � ` - � = ���' f•
Footage Break .14 Sri►�.ti." ,r ai W .. �'"`
It
Ps
Power Supply e B .f+.,,w, �•�. r J'; T r;r� . _+e •, +_-t
Fiber Splice Point �. c .1,-.� ..,�•-<< jr,
�'
Storage Loop Hard Surface Cut O '�F;: f•,,T I�,�� ��Q _,i :� r* 7 '�°e
R , -r
Riser Abandoned Cable ,
Provide Clear Construction Details
1 18726 92ND AVE W (NODE) AERIAL :'n.
MAINTENANCE ON EXISTING CASES BOTH AERIAL AND �
GROUND AT THE FOLLOWING LOCATIONS: 2 18804 92ND AVE W AERIAL
10 LOCATIONS 3 8957 188TH ST SW AERIALtv. `;� '�'.� 1�- ► �� `t
18726 92ND AVE W (NODE),18804 92ND AVE W j
8957 188TH ST SW, 18710 88TH AVE W a 18710 88TH AVE w AERIALi-
I
5 8617 188TH ST SW AERIAL
8617 188TH ST SW, 18805 86TH PL W
18829 88TH AVE W, 8721 191 ST PL SW 6 18805 86TH PL W GROUND
8720 191 ST PL SW, 8714 191 ST PL SW �< . e • _ dy �F _ �t Fs•
NO NEW EQUIPMENT ALL EXISTING. RECEIVED 7 18829 88TH AVE W AERIAL '� t�
8 8721 191ST PL SW AERIAL - I r� � '
J U N 14 2022 9 8720191ST PL SW GROUND - n
10 8714191ST PL SW GROUND ��•1 I "` - ' �' rr . _.
CITY OF EDMONDSf sR' +, �>• �,
DEVELOPMENT �� : •-'� ryC. _ - - t'
SERVICES DEPARTMENT
i1, ?..,: , '� - *. k �'
' .An
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH
45-55 MPH
> 55 MPH
< 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172'
74'
100'
150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
92ND AVE W
X X
48"
ONE LANE
ROAD
AHEAD
48"
48" Vy20 4
ROAD
WORK
AHEAD
48"'
W20-1 W20-71B
W20-713 (OPTIONAL IF
40 MPH OR LESS)
LEGEND
FLAGGING STATION
I4 TMhAD(1DADV CI( KI I n('ATIlIKI
BE \
PREPARED
\TO STOP/r
HANNELIZING DEVICES
-loefoid palllwJad a4l buunp sJn000
R0jy0J `1�y;IH 6 Fspaepuels Alp aad
AeM-l0-ly6u A113 w sluawanoJdwi
a6eluoa} Jo salllllln of abewep
Ile aoeldaa/aledaJ Ile4s lueollddV
�]Ob'NI`d 10 GNV_1102JiNOO NOIS021:1
I A
REV DESCRIPTION
DESIGN:
0 ISSUE FOR PERMIT
DRAWN BY: ERIC
APPROVED:
APPROVED:
APPROVED:
DATE
6/6/2022
X X
*>4
W20-7A
50' TO
300'
SIGN SPACING = X (1)
RURAL HIGHWAYS 60 / 65 MPH
800' +/-
RURAL ROADS 45 / 55 MPH
500' +/-
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH
350' +/-
RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH
RESIDENTIAL & BUSINESS DISTRICTS
200' +/- (2)
URBAN STREETS 25 MPH OR LESS
100' +/- (2)
(1) ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE
TERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
50' TO 100'
6 DEVICE
MIN.
WORK j
AREA
7
T
W
2
50' TO 100'
6 DEVICE
B MIN.
FOR ANY WORK ON 88TH, CONTACT GREG MALOWICKI TO
COORDINATE WITH ONGOING CAPITAL PROJECT. CALL AT
425-697-0475 OR EMAIL GREG.MALOWICKI@EDMONDSWA.GOV.
W20-713 (OPTIONAL IF
40 MPH OR LESS)
48" 48"
BE ROAD
PREPARED WORK
TO STOP HEAD
48" 48" 48,' 48„
. • W20-713 ONE LANE W20-1
ROAD
AHEAD
48" 48"
W20-7A W20-4
X I X X I X
ONE -LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
NOT TO SCALE
3iVIDd3S `d 32�If]I�� 1 lj E
OISI 2J/N `d
/gr�,� q� Ires a Dig Alert
31� l f4{e��bb'Ed Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
%48"
1
W20-7B (OPTIONAL IF
40 MPH OR LESS)
SCALE: N.T.S
-� PROVIDE PEDESTRIAN
U=LLU DETOUR WHERE CLOSING
NOISIAIa ONIaDANIONA SIDEWALK/WALKWAY. DIRECT
PEDESTRIANS TO CROSS AT
NEAREST CROSSWALK/
INTERSECTION.
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50/65
10 TO 20
80
35/45
10 TO 20
60
25/30
10 TO 20
40
NOTES
1. ALL SIGNS ARE BLACK ON ORANGE.
2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT RECEIVED
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS
FOR ADDITIONAL DETAILS.
J U N 14 2022
4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
TRAFFIC CONTROL
PROJ#: JB0000994688
CONSTRUCTION TYPE: BORE TC-1
SYSTEM: SEATTLE
EMAIL: ERIC.MCDOWELL@CABLECOMLLC.NET SHEET: 1 OF 6
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
> 22,000 Ibs.
< 45 MPH
45-55 MPH
> 55 MPH
< 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172'
74'
100'
150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
f� 92ND AVE W
a a
X X X
48"
ONE LANE .
ROAD
AHEAD
48"
48" W20-4 48„ W20-7A
ROAD BE
WORK PREPARED
HEAD TO STOP
48" 48"
W20-1 W20-7B
W20-76 (OPTIONAL IF
40 MPH OR LESS)
LEGEND
FLAGGING STATION
a
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL
REV DESCRIPTION DATE
DESIGN:
0 ISSUE FOR PERMIT 6/6/2022
DRAWN BY: ERIC
APPROVED:
APPROVED:
APPROVED:
X
50' TO
300'
SIGN SPACING = X (1)
RURAL HIGHWAYS 60 / 65 MPH
800' +/-
RURAL ROADS 45 / 55 MPH
500' +/-
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH
350' +/-
RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH
RESIDENTIAL & BUSINESS DISTRICTS
200' +/- (2)
URBAN STREETS 25 MPH OR LESS
100' +/- (2)
(11 ALIL SPACNG MAYBE ADJUSTED TO ACCOMMODATE
INTERSECTONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
50' TO 100' 50' TO 100'
6 DEVICE 6 DEVICE
MI I R B MIN.
WORK
AREA
FOR ANY WORK ON 88TH, CONTACT GREG MALOWICKI TO
COORDINATE WITH ONGOING CAPITAL PROJECT. CALL AT
425-697-0475 OR EMAIL GREG.MALOWICKI@EDMONDSWA.GOV.
W20-713 (OPTIONAL IF
40 MPH OR LESS)
48" 48"
BE ROAD
PREPARED WORK
TO STOP HEAD
48" 48" 48�� 48"
. W20-7B ONE LANE W20-1 SCALE: N'T'S
ROAD
AHEAD
48" 48"
W20-7A W20-4
X i X X i X
ONE -LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
NOT TO SCALE
IMPORTANT NOTICE
Section # 4216/4217 of the Government Code requires a Dig Alert
Identification Number to be issued before a "Permit to Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
PROVIDE PEDESTRIAN
~ DETOUR WHERE CLOSING
SIDEWALK/WALKWAY. DIRECT
PEDESTRIANS TO CROSS AT
NEAREST CROSSWALK/
INTERSECTION.
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50/65
10 TO 20
80
35/45
10 TO 20
60
25/30
10 TO 20
40
NOTES
1 - ALL SIGNS ARE BLACK ON ORANGE.
2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS
FOR ADDITIONAL DETAILS.
4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
TRAFFIC CONTROL
PROJ#: JB0000994688
CONSTRUCTION TYPE: BORE
SYSTEM: SEATTLE
EMAIL: ERIC.MCDOWELL@CABLECOMLLC.NET
RECEIVED
J U N 14 2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
TC-2
SHEET: 2 OF 6
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
> 22,000 Ibs.
< 45 MPH
45-55 MPH
> 55 MPH
< 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172'
74'
100'
150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
f— 188TH ST SW
X X I X I X
48"
ONE LANE .
ROAD
AHEAD
48"
48" W20-4 48„ W20-7A
ROAD BE
WORK PREPARED
HEAD TO STOP
48" 48"
W20-1 W20-7B
W20-76 (OPTIONAL IF
40 MPH OR LESS)
LEGEND
FLAGGING STATION
a
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL
REV DESCRIPTION DATE
DESIGN:
0 ISSUE FOR PERMIT 6/6/2022
DRAWN BY: ERIC
APPROVED:
APPROVED:
APPROVED:
50' TO
300'
SIGN SPACING = X (1)
RURAL HIGHWAYS 60 / 65 MPH
800' +/-
RURAL ROADS 45 / 55 MPH
500' +/-
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH
350' +/-
RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH
RESIDENTIAL & BUSINESS DISTRICTS
200' +/- (2)
URBAN STREETS 25 MPH OR LESS
100' +/- (2)
(11 ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
50' TO 100' 50' TO 100'
6 DEVICE 6 DEVICE
MIN I I R B MIN.
WORK
AREA
FOR ANY WORK ON 88TH, CONTACT GREG MALOWICKI TO
COORDINATE WITH ONGOING CAPITAL PROJECT. CALL AT
425-697-0475 OR EMAIL GREG.MALOWICKI@EDMONDSWA.GOV.
W20-713 (OPTIONAL IF
40 MPH OR LESS)
48" 48"
BE ROAD
PREPARED WORK
TO STOP HEAD
48" 48" 48�� 48"
. W20-7B ONE LANE W20-1 SCALE: N'T'S
ROAD
AHEAD
48" 48"
W20-7A W20-4
X X X i X
ONE -LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
NOT TO SCALE
IMPORTANT NOTICE
Section # 4216/4217 of the Government Code requires a Dig Alert
Identification Number to be issued before a "Permit to Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
IN PROVIDE PEDESTRIAN
DETOUR WHERE CLOSING
SIDEWALK/WALKWAY. DIRECT
PEDESTRIANS TO CROSS AT
NEAREST CROSSWALK/
INTERSECTION.
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50/65
10 TO 20
80
35/45
10 TO 20
60
25/30
10 TO 20
40
NOTES
1 - ALL SIGNS ARE BLACK ON ORANGE.
2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS
RECEIVED
FOR ADDITIONAL DETAILS.
J U N 14 2022
4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
TRAFFIC CONTROL
PROJ#: JB0000994688
CONSTRUCTION TYPE: BORE Tr_3
SYSTEM: SEATTLE l J
EMAIL: ERIC.MCDOWELL@CABLECOMLLC.NET SHEET: 3 OF 6
SIGN SPACING = X (1)
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH
350' +/-
RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH
200' +/- (2)
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS
100' +/- (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LEGEND
a TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
SHOULDER
Posted Speed (mph)
WIDTH
(feet)
25
30
35
40
45
50
55
1 60
65
1 70
8'
40
40
60
90
-
-
-
-
-
-
10'
40
60
90
90
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
:OR ANY WORK ON 88TH, CONTACT GREG MALOWICKI TO
COORDINATE WITH ONGOING CAPITAL PROJECT. CALL AT
t25-697-0475 OR EMAIL GREG.MALOWICKI@EDMONDSWA.GOV.
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
> 22,000 Ibs.
< 45 MPH
45-55 MPH
> 55 MPH
< 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172'
74'
100'
150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
188TH ST SW oL Z1
® ® T
a a ® ® � WORK AREA
I
X X L/3 B R 50'
<4488""
" ^11
SHOULDE
WORK
"
W20-1 W21-5
THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL
REV DESCRIPTION DATE
DESIGN:
0 ISSUE FOR PERMIT 6/6/2022
DRAWN BY: ERIC
APPROVED:
APPROVED:
APPROVED:
SHOULDER CLOSURE — LOW SPEED
(40 MPH OR LESS)
NOT TO SCALE
IMPORTANT NOTICE
Section # 4216/4217 of the Government Code requires a Dig Alert
Identification Number to be issued before a "Permit to Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
CHANNELIZATION DEVICE
SPACING (feet)
MPH
TAPER
TANGENT
35/40
30
60
25/30
20
40
SCALE: N.T.S
PROVIDE PEDESTRIAN
DETOUR WHERE CLOSING
SIDEWALK/WALKWAY DIRECT
PEDESTRIANS TO CROSS AT
NEAREST CROSSWALK/
INTERSECTION.
NOTES
1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). RECEIVED
2. ALL SIGNS ARE BLACK ON ORANGE.
J U N 14 2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
TRAFFIC CONTROL
PROJ#: JB0000994688
CONSTRUCTION TYPE: BORE T`�-4
SYSTEM: SEATTLE l
EMAIL: ERIC.MCDOWELL@CABLECOMLLC.NET SHEET: 4 OF 6
SIGN SPACING = X (1)
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH
350' +/-
RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH
200' +/- (2)
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS
100' +/- (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
48"
ROAD
WORK
HEAD
48"'
W20-1
LEGEND
a TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL
REV DESCRIPTION DATE
DESIGN:
0 ISSUE FOR PERMIT 6/6/2022
DRAWN BY: ERIC
APPROVED:
APPROVED:
APPROVED:
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
SHOULDER
Posted Speed (mph)
WIDTH
(feet)
25
30
35
40
45
50
55
60
65
1 70
8'
40
40
60
90
-
-
-
-
-
-
10'
40
60
90
90
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
W21-5
88TH AVE W
z
0
=1
1�
T
WORK AREA
50'
SHOULDER CLOSURE — LOW SPEED
(40 MPH OR LESS)
NOT TO SCALE
FOR ANY WORK ON 88TH, CONTACT GREG MALOWICKI TO
COORDINATE WITH ONGOING CAPITAL PROJECT. CALL AT
425-697-0475 OR EMAIL GREG.MALOWICKI@EDMONDSWA.GOV.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
L730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
> 22,000 Ibs.
< 45 MPH
45 55 MPH
> 55 MPH
< 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172'
74'
100'
150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
IMPORTANT NOTICE
Section # 4216/4217 of the Government Code requires a Dig Alert
Identification Number to be issued before a "Permit to Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
NOTES
CHANNELIZATION DEVICE
SPACING (feet)
MPH
TAPER
TANGENT
35/40
30
60
25/30
20
40
SCALE: N.T.S
PROVIDE PEDESTRIAN
DETOUR WHERE CLOSING
SIDEWALK/WALKWAY DIRECT
PEDESTRIANS TO CROSS AT
NEAREST CROSSWALK/
INTERSECTION.
1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT).
2. ALL SIGNS ARE BLACK ON ORANGE.
TRAFFIC CONTROL
PROJ#: JB0000994688
CONSTRUCTION TYPE: BORE
SYSTEM: SEATTLE
EMAIL: ERIC.MCDOWELL@CABLECOMLLC.NET
RECEIVED
J U N 14 2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
TC-5
SHEET: 5 OF 6
SIGN SPACING = X (1)
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH
350' +/-
RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH
200' +/- (2)
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS
100' +/- (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
48"
ROAD
WORK
HEAD
48"'
W20-1
LEGEND
14 TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL
REV DESCRIPTION DATE
DESIGN:
0 ISSUE FOR PERMIT 6/6/2022
DRAWN BY: ERIC
APPROVED:
APPROVED:
APPROVED:
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
SHOULDER
Posted Speed (mph)
WIDTH
(feet)
25
30
35
40
45
50
55
60
65
70
8'
40
40
60
90
-
-
-
-
-
-
10'
40
60
90
90
_
_
_
_
_
_
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
191ST PL SW
FOR ANY WORK ON 88TH, CONTACT GREG MALOWICKI TO
COORDINATE WITH ONGOING CAPITAL PROJECT. CALL AT
425-697-0475 OR EMAIL GREG.MALOWICKI@EDMONDSWA.GOV.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
L730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
> 22,000 Ibs.
< 45 MPH
45-55 MPH
> 55 MPH
< 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172'
74'
100'
150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
a �¢ T WORK AREA
X X L13 B R 50'
48"
SHOULDER
WORK
48"
W21-5
SHOULDER CLOSURE - LOW SPEED
(40 MPH OR LESS)
NOT TO SCALE
IMPORTANT NOTICE
Section # 4216/4217 of the Government Code requires a Dig Alert
Identification Number to be issued before a "Permit to Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
NOTES
CHANNELIZATION DEVICE
SPACING (feet)
MPH
TAPER
TANGENT
35/40
30
60
25/30
20
40
SCALE: N.T.S
PROVIDE PEDESTRIAN
DETOUR WHERE CLOSING
SIDEWALK/WALKWAY. DIRECT
PEDESTRIANS TO CROSS AT
NEAREST CROSSWALK/
INTERSECTION.
1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT).
2. ALL SIGNS ARE BLACK ON ORANGE.
TRAFFIC CONTROL
PROJ#: JB0000994688
CONSTRUCTION TYPE: BORE
SYSTEM: SEATTLE
EMAIL: ERIC.MCDOWELL@CABLECOMLLC.NET
RECEIVED
J U N 14 2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
TC-6
SHEET: 6 OF 6